Analytical Study on the Effect of Different Shear Reinforcement Shapes on Shear Failure Behavior and Shear Resistance Mechanism of RC Beams-Reference-Cited by-同舟云学术

Analytical Study on the Effect of Different Shear Reinforcement Shapes on Shear Failure Behavior and Shear Resistance Mechanism of RC Beams

Published:2021-06-02 Issue:6 Volume:19 Page:571-584
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Kawamura Keisuke¹,Nakamura Hikaru²,Takemura Masashi²,Miura Taito²

Affiliation:

1. Infrastructure Technology Research Department, Advanced Center of Technology, Taisei Corporation, Yokohama, Japan.

2. Department of Civil and Environmental Engineering, Nagoya University, Nagoya, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/19/6/19_571/_pdf

Reference28 articles.

1. 1) ACI, (2015). “Building code requirements for reinforced concrete (ACI Code-318M-14).” Farmington Hills, Michigan, USA: American Concrete Institute.

2. 2) Bolander, J. E. and Hong, G. S., (2002). “Rigid-body-spring network modeling of prestressed concrete members.” ACI Structural Journal, 99(5), 595-604.

3. 3) Ferreira, M. P., Melo, G. S., Regan, P. E. and Vollum, R. L., (2014). “Punching of reinforced concrete flat slabs with double-headed shear reinforcement.” ACI Structural Journal, 111(2), 363-374.

4. 4) fib, (2013). “fib model code for concrete structures 2010.” Lausanne, Switzerland: Fédération Internationale du Béton.

5. 5) Fu, L., Nakamura, H., Yamamoto, Y. and Miura, T., (2017). “Investigation of influence of section pre-crack on shear strength and shear resistance mechanism of RC beams by experiment and 3-D RBSM analysis.” Journal of Advanced Concrete Technology, 15(11), 700-712.

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental investigation on influence of vertical stirrup legs to shear failure behavior in RC beams;Developments in the Built Environment;2024-04

2. Numerical evaluation of the internal fracture mechanism of the single PBL shear connector considering the effects of position and strength of the transverse rebar;Structural Concrete;2024-03-26

3. Experimental investigation and analytical prediction of flexural behaviour of reinforced concrete beams with steel fibres extracted from waste tyres;Case Studies in Construction Materials;2023-12

4. Experimental study on the effect of different shear reinforcement shapes and arrangement on 3D crack propagation and shear failure mechanism in RC beams;Structures;2023-12

5. Mechanism of shear strengthening for RC beam by drilling web openings based on experiment and 3D RBSM analysis;Engineering Failure Analysis;2023-03